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e <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDE14LAYMENT <br />WITH UNDERLAYMENT <br />AS PER FBGR WDJJ. <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />ROOF SHEATHING <br />THICKNE" AS PER <br />THICKNESS AS PER <br />SHEET SNi. SECURED <br />SHEET SNI. SECURED <br />PER bASTENER <br />PER FASTENER <br />"DOLE <br />SCHEDULE <br />PRE-ENG WD.<'AAAAAVVW4 <br />EAR _ <br />PRE-ENG WD. TRUSS-- <br />24' O.C. j"IAX. <br />^LEVATVATION <br />24' OZ_ MAX. <br />METAL DRIP 4DGE <br />METAL DRIP EDGE—"� <br />BATT INSULATION <br />2x FASCIA PER <br />ELEVATIONS <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />I,-®, <br />VENTED O.H. <br />5/8' GYPSUM BOARD <br />2x FASCIA PER <br />ELEVATIONS <br />SOFFIT TYP. <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />REFERIkNCE <br />STRUCTURAL <br />Ix2 FIRE -STOP <br />SOFFIT <br />-4.1 NSUL. <br />REFERENCE <br />STRUCTURAL <br />w <br />a <br />WNDOW ATTAC441ENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />—REFERENCE <br />STRUCTURAL <br />'0 <br />3/4' T 4 G SUBFLOOR <br />in, THICK, 2 JOAT <br />IY <br />GLUED AND NAILED <br />1/2' THICK, 2 COAT--- <br />PORTLAND CEMENT <br />AS PER NAILING <br />SCHEDULE <br />PORTLAND CEMENT <br />PLASTER APPQ.IED <br />w <br />PLASTER APPLIED <br />DIRECTLYr TO <br />w <br />DIRECTLY TO <br />MASONRYm <br />R <br />MASONRY <br />Ix2 FIRE -*TOP <br />IfIELEVATION <br />IX2 FIRE -STOP -- <br />SEE STRUCTURAL <br />SEE STRUCTURAL-- <br />R <br />LEVATION <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />- �ER <br />LEVA ION <br />In FIRE-OTOP <br />IX2 FIRE -STOP <br />R-4.I INSUL. <br />W <br />WINDOW ATTACFMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE STRUCTURAL <br />1/2' THICK, 2 4;OAT <br />PORTLAND CSrbNT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASQ7NRY <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />Ix2 P.T. FURRING PLASTER APPLIED <br />STRIPS 24' O.C. DIRECTLY TO <br />8' CMU MASONRY <br />In, GYP. WL. BD. <br />WOOD BASE <br />IX2 FIRE -STOP <br />IX2 Pipe -*TOP <br />J�" <br />15ATT R48ULATION <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />\11-4.1 <br />/8'GYPSUM BOARD <br />R I/1' HIGH STRENGTH <br />LG.BOARD <br />@ FIRE -STOP <br />NSUL. <br />i <br />W <br />v <br />v <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />W <br />w_79M <br />R <br />LEVATION <br />IfUR <br />LEVATION <br />\-t5/8' <br />GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG.BOARD <br />R-4.I INSUL. <br />ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />8' cm <br />1/2' GYP. U1L. W. <br />WOOD BASE <br />ti ti <br />APR 1 <br />DE g <br />. e <br />,a <br />W/ WINDOW OPENING �, WITHOUT WINDOW OPENING <br />1L <br />2-STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE. 3/4'• I'-C' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA#:0003325 <br />R <br />B <br />SL78DIV. Z LAT: <br />ABBOTT PARK <br />LOT #10 <br />BLK. #11 <br />PROJECT# <br />04181,000-10112 <br />MODELA <br />3EEB <br />"2260-ELSTON" <br />GARAGE EINYMfi: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />rATAa a- 4 08 21 <br />DATE / <br />SCALD: 1/4"=V-0" <br />Ill lamMT <br />D2 <br />